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HomeMy WebLinkAbout2014 - El Camino Real B U S S EL`I�E ETAI L OFFSITE CONSTRUCTION NOTES i UTE. sA � � UTILITY NOTES: 1. UTILITY RELOCATION MAY BE NECESSSARY TO ACCOMODATE AM I N R E A L DATED 7 ' /201 '' I OWN IN RED. 20 NEW IMPROVEMENTS, CONTRACTOR SHALL COORDINATE WITH L C UTILITY COMPANY REPRESENTIVES FOR DISPOSITION PRIOR TO CONSTRUCTION. ... r... �.. „� V ,�, O Sawcut existing AC paving, M00% emw Gwo-M 0--ow -moom �� 2 tK ow J Cr Protect andoak reserve tree.p I n stall tree protection fencing Z - -�-..- -� _ ° -" �- �- . s er8:1� � g and incorporate mitigation measures as specified in project I - "121 w �- -� 32 --- --a---t� �- 9�W---- �.%; c�i r�i p N N -�--~~ - ---- -- 12V-- - ' Q, Z Z 2•�2 �,�, arborist report by A&T Arborist. Q � M p to """,� � ' n -...�.. g.,..... ..�... ____ .-,••__�~_, -�.1�'��` _ '`� QR ,m.» �° `�'� , , ,� cwa \ 06� �� � � �-- Construct Type A, 24 PGC curb &gutter per City Std detail, W \ w 0) "M° i \ �;I�� a '.. _ 10 Sheet C-1.2. �, t SCAM, 5 Construct 5 PCC sidewalk per Cit Std detail, Sheet C-1.2. V_¢ ° \ - � - ---- cam' - �,C, �� 1" - X20'„� 1C O Construct ADA accessible case 'C' curb &sidewalk ramp per + I + , +M 0 detail, Sheet C-1.4. +5® o `s�'s® � 1� 9s �'S�.�� °�� �� •9�,cs ��°�•'�� �!; � a�° \"�50. 2'���4���' �1s Q � ��,�5 �s��' ; �1� � �s ��yh,° fir`���\•��"�:�'� �, �`,`�n'�•��,I ��`,� �`�z''� ��,� 9+00 ` Oo Construct EI Camino Real road widening per typical sec tio n Othis sheet.30 0 2+00 �+50 Extend 18"QSD pipe, match exist. size &type of pipe. 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R, z .r t4.. ya, ,.„ .�-.•E�.' ,+!a��./.•,'�\ssp ��:.4..•S'""a�,r. 4,3.+ , ,�.O.�. C.r� <.,..r:<..:..-,�./t._34.��.<-.,.�<";.c<.'.;cS"x..''.`♦.,�-a.irr,.,x,.�>,G' ....,'.<, ,er„�.•g�,'„.,�.s.,.}C,,.�.-".4ya..-,ar._,+k�„�'t,''�� r,�h..��'��n fig;e�•-,Ce i- ,,�l .wG'Crz�e�tK rw' .� e8 D ..�.....,... 5� ,.,.._. �,�A ,• DD � ®•�® • .��_"� '"'D'-a'rS �4£A. oC�oOO1112O51> S.. = 2.6%. % . Inv e rt i n 92 9 .4 7( ma t c h), in v ert out = 929.0.. 0 .S 30'00'06" , �n to` s. " ° NO REAL Demo existingdrivewayand construct new AC driveway.CAN1Existing water meter to be relocated. Existing telephone MH y 0:11,,% C Existingtelephone pedestal, relocate as necessary. AN �_ SEE INET THIS SHEET ABOVE Over-excavate Over- xcava e10fx l0 area to a min. 3 de th and backfill with 3„crushed roack add 12 depth of 25-50 Ib. r' ra @ S DW;�ipipe outlet.7-- 936.43 1Extend 36"wide sidewalk underdrain with steel cover to new 19 curb face 1.5'±PA< ,� Construct San Diego Waywidening per typical section this9sheet. m�S �2O. a� 935.52 � NOTE: 18 80� Construct PCC driveway approach with 4' wide concrete SEE SHEE�A�,9FO 20 TRE�F-VFQTEMION 2 sidewalk extension per City Std detail, Sheet C-1.2. rNY,-bET IL Existing fence, removeforconstruction as necessary and .sI��{�js`;,. �ao-�N O® .,y► D ® ° °��9FD S 4,.56 . �F .rx W.,�®��-%.I' �„""- �c.•"-�" �' _„a"`'a-� 8-'►_ ' ya>i ,��._ww_..=' ___-� _ . i��ceII �_". _. N I!Ea,rc�- _ _ x,.• � `r_ i 1 --¢- - re a pI la<<-t-c- -e..-.,_p-�em-_r direction irection o` f-- --City ' P-,vr;- -,--u - -b 2-}li-c _- -Works. o-r-t-s�~. Existing ADA accessible ramp.SEE SHEET 03.4GRADING PLAN W 9336 Existing concrete curb, gutter and sidewalk. L CA INONREAL SECTIONS �� EXISTING RESIDENCE Q19 O FOWNER: PRINS STA 1+75 STA 2+00 4 ' ?�-�• .- ' - _ -•..^ • ---,-- Rri ��--5- W}020 30 40 50 0 0 20 30 40 SEE SHEET C5.1 FOR SAN DIEGO WAY IMPROVEMENT PLAN E L C A I N REALPLAN 944 944 LO n 1T 5 2' 15.T10.3' 10.3 17' 5' 2' 15.T 942 - 2a 10 0 20 40 1+50 2+QQ 2+5Q 3+00 3+50 4+00 4+50 942 T wZ no w C10 � 00SCALE: > 20 ' 950 II 950 � n ° `O FINISH -- =N+ 940GRADE- 940 � 00 GRADE 0)> LQ., ---' esX2,4 _ ?% 938w 2.47 w- 945945 « o J EXIST RADE 0 i mr , 936 936Ld ! FL CAMIND 0 _ C (0 CL UJ EXIST120 LO � � MEXIST GROUND GROUND c5 � UL934 934R- + �U') cp � 09400 940 �b,, STA2+50 STA 3+00 CL V) 1.2 % (0 0 Co rn +W 0 10 20 30 40 50 0 10 20 30 40 501 �, - ?2 Iw 942 grn Old 942 10.3' 7 S_ 2' 15.7 - CDV- 5< 2: 15.7,, . F 2¢4Y ZJ %J 0 . � _-ULI � 0-2 Z, 940 r- 935 2: 2.8Q� GRADEFINISH w? aFINISH GRADE C �M EXIS GROUND 0 357% CO � 00FACE JOF CURB rn FINISHF E OF CURB _ __ 0) , Ai Ui .4. SR 9 36 2% W 93Q 930 936 2 V) 934 934 00 g0RZ. SCALE. 2GROUND 1" 5' EXISTVERT. SCALE. R W GROUND R W 932 932925 � 925 ,� STA 3+50 STA Cr0 10 20 30 40 50 0 10 20 30 40 50 942 940 I 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 22.0' 6.5 5' 2' 14.5'- 940 93$ 17� 5 2, 15.7'EL C A M I N O R EA1 CU R D PROFI I z -1950 rm t938 _ 936 n00 FINISH 00)t GRADE 69.18 ; - _936 34 V) -4.0.% 4° %' 2%36.84' a 4 0�4 4 �4 4' A/4 ®/4 A/4 A/4 934 932 8,.-08t7"!--RAMP FINISH EXIS_T 0 EXIST GROUND RAMP 34, 7: R W GRADE R.� N Cq 932 930� <oto °v 0° ' 5 12 12 1 uBIKE cnU L a > TRAVEL LANE TRAVEL LANE LANE WALK �w0) DVARIES HORZ. SCALE. 10' to M " a ' M Y06R JlC1i: ¢ U` 4" '' `� VARIES " MAX 'r - _ .7%940 Roberts Engineering, Inc t N M 0) 0) :< cn 00 Cq LO L6 L6 00 to tLL as O+ p. E Southside Villas - Tract 224 -. __. 0) cn M ,----~ �,�•��-- "'� --- "07 � q `5' P CC SIDEWALK PER3 °' ENT AC PAVEMCITY DWG NO. 419 � ) SEE SHEET C-5.2 FOR STRIPING AND SIGNAGE PAN. El Camino R eal Improvement Plan 4MIN TYPE B 5 MIN (.R, ASr it GAC PAVEMENT COMPACTED BASE ROCK 935 Design Drawn Scale Interim Public Works Director, City of Atascad ero FLOW LINE CIFACE OF CURB CLASS - TYPE ACURB & GUTTER Record Drawings STRUCTURAL SECTION BASED ON T =9.0 PER CITY DIG so. 41$ TR/JTM A5 Noted OEXISTING GROUND ) � � + C� � � 4R=1O OF SUBGRADE. 12� MIN SUBGRADE David M. Athey, RCE 59384 DateP.® FACE OF CURB COMPACTED TO 95% RELATIVE DENSITY) Date 0) � Tmothy P, Roberts, exp 0Timoth9/Roberts30/15 Job # Submittal Date ' ®'HaRzSCALE Revisions This sheet:FLOW LINE r 366 �ineer - RCE � 1 12-043 November 20 4 11/4/2014FACE OF CURB VERT. SCALE.* q' , n 930 EL CAMNORAL TYPICAL SECTION Exp. 9/30/15 2015 Vista de la Vina Z r othy P. Roberts, RCE 35366 exp 09/30/15 Date Templeton, CA 93465 3 California Coordinates (CCS83, Zone V ) Sheet:CURB RETURN PROFILE NOT TO SALE Phone (805) 239-0664 4CM Fax (305) 238-6148 5 GF CALN 20 E 5775290 C-5. 0/Eraflobextseng@charter,net 6 S M ------------ -- ,._,_�................ . ..... ... mm._,� ._�_� ,n n,_,. ,:.� .�._.. i OFFSITE CONSTRUCTION NOTES ®� N TE® ASBUILT ELEVATIONS PER SURVEY ! UTILITY NOTES: DATED 7/ 11 /201 .5%. ARE SHOWN I I 1. UTILITY RELOCATION MAY BE NECESSSARY TO ACCOMODATE ! DATE O NEW IMPROVEMENTS. CONTRACTOR SHALL COORDINATE WITH x A,€�?.b... gar_$ ist qtr as Asn aa:rt5z, b�zv<,F�i•r s", Q. �, rs,,. yir a a �► C.°.a tv. £3 ✓.SR" 3 4.i� �', L••Q' ,. X tl .c"�r`r�` `Zr�3' 4o...,a F §E.?r` Y � ` 'e" • '�"'"+.. �£ n F 1�,�- � UTILITY COMPANY REPRESENTIVES FOR DISPOSITION PRIOR TO r'1 � N � � � '"LMr 4�5��� "r F6�����,C rgrs'+C`�<'��,��".Ei'�C,'.55���0 �' ,..... ...•.- � ( 1�?<r.'"'�3 s ,Y, t2�•�,s�x x � ax'.4'nr°^R``�y``z�y" f� / , r «_" �. n T akr. z$r;?, a, ..�..4 l( YZ' s"- § R .r�. i �r'�"`rs �' r� •t r � �fi>$�4 a? � r•`" s�'raZ�s.r-tr'� l�' s �r rJzr < �... CONSTRUCTION. �; �•'' Jj � a..`�,3:� � x rss �°�3�.'f�+g>sfe.s:..r.rsz.r,�s_ �Z�a.d r`€o.�:s.��,-:a Q ai' Q 0 "° ai.. `\°1�x/� ayp'° 31 Sawcut existing AC paving. ,� #v .rd;S>.'%P°`"c•�k�,u$�.<' "„' y.�'6fw°,""z K yhr,3 ,�S, rsc;`:'",., OS ,�� <E$3•`v�g,xr'�»r �n�t��`��,° � s i��>t�a5<� r � ,z�s,'C. (� 1�� •� ��~.a � ?a r Nta°~', Y,� f s?"4 °^"~ YYg lP'Y •`35 "..� a a�?�r�, �r��a3k��r9"p)`y ":�.�,a4��.�a�s'r•°��`� .,<°",.:"~ �s � j � m u •33 `��M �,� �b _ q7 .' L„ � � � �,.+,`. �::;."zS�,��a ,a,fir:wZ �:n:'���ac� ��.t�'aaX.\�,;,.. D ,�•o•"~ ~,«"'""� .� 3 1 ���'' �' �«3�' ���'' 3s�;5Y s` �y. �*` ✓,rs ..=s^� e,'s£'�,i,£.w i es�'?, ,s'aa` 'g"S i :r" � � � �Z ;�: ,.,< ,air�.£.sem.q <.[.s, w 10 � Q Protect an preserve �.•� .��4 � ,arm � v�i ������ � ~�,. � � 3 d p ese e oak tree. Install tree protection fencing ��yy $'°° °g�+ci,'4i", `H,wYb�E"',° 2 -„"„4 .'yi gg°i `.7•�', a • V �°�r,' .:Errre�,;�, .�� „"�4, �<, ,3..r'a., � p s � �4tis � �' ,°^�K�; .✓�.'? ��3..'. "_� sF%st�i� \ .>.•"""""~�� ,".•^ °�,d. ° • ° s F,,r�4„ � � x g '�� ��� ,,, ����k�, Sk5���45°, .�'• ���� f,� and incorporate mitigation measures as specified in project �°bt' g1` `� 0®y o�,,�c.•-� �o. v�.3, Y�r,s,a��=y"r,:�:. ����y,rE'5r,�Q�,°?...��.',os>�i"t�^5.'L'�4E�sFS,,S,g,y�vy'a�°X��is,ax9;�„,'n"a°,��aYq�'Lf��rs.�.:.<aY�Y,�zr.,r/�S�,.,s,:3✓pY�);��'Y'��,'3^,R�..�,yie*'�`r_'���'s",.?"�fs,��Y�..kaJ.,�'�4°,E°Sc,.,,�£:\'t:iy;"tw�s.y��„�2&Vi�Xs:�i'""S�.,gV�<F..t5*.<:�rk.,+&knr''F � ,F'•�'"`• �°~ tz �� 1�. � k,� ��az sgg8 •rr.�:a' 1 j! + �§'�,�.,i�rw>^�<.,',�S��ua sFsw�bv_\a+a.e�iZ:>'. �;>irR?rA>+rr'£§,��i.ck«e.`:���r\x�."Y a,r�i�.�r<��'.'sYA,.^•,.s.s�'.''�",'a yaL�x¢a: •'~ ` ~ \ ` rt�$e�d ••t f arborist report by A&T Arborist.+l� Construct Type A, 24 PCC cu rb & utter per Cit Std detail, � � EXISTING RESIDENCE � � .. /� . 0 '# d ,s °. :s:: ras,:c_ , +� sar ,>➢y �° 4 (OWNER: Sheet C-1.2. ® ® � .✓- st ,?c` r'M r� F4 Eg. 5 u�r ° .r•'" �N b+ d" i # � 3: ,Yi. '&r. :3 ae`,,,.. .a'h ,,h,., ,fl °>P sir, s s'° O �'/�/� .�sr x 1a.,+a:' �. 1 4•' ,rd. 3 t�+ e Si° �x) d � >t W y' s4. I Construct P .� 4, ' \ �,. � 5 CC sidewalk per it t til � � 3.:. rra v •.� � �` C Std detail, Sheet C-1.2. '1L• .�'"� �� b.yrs, � � �: ��.r i• , e' �/-e.,/gyp i� �A,�,•.C: �' �., 3T� � ••y• ,�t N �i�p 4n7 p�' °q'rs^ ?fr E,. ,�l •4 � �s d d� � [j a ` a� .�`U .'•C: F s�� ,gid '3s, CE. rs x's s :tea , r ..-... + ara ,$v' ,^'�r`°,•y,'�''�� S5..,,LL��`!� ;,~'° ((''�� _�• t'"°"*s •,')rt 'k,ra��a .'(�+n 3 V••/ � �•'.1;21 .Y ,.,3 w a '�'�? 44;5.- 1 1 e ye x / r~r ,4 »,� �;�•.z..s�`a,° it g g •$L3 3 6, V s` V � � Construct AD dr.\ °.:>a�. ...,?:R." .:S _ < O� r zr `� ,.�,`�� � � �, .�a � •�• 6 accessible case C curb &sidewalk ramp per 4 4. , 0`9�,��-�.aa°'gy,+.y?r�e����` d� O/P,•/� \ o" ^Q�I/`��1•J�.✓°'/ tls.♦--'' t 'YD$��'E7.'9 5 rY.�'��'>'�>`f"3.'xd;"��s9C��Y,�3c>,i•�'"_�,\�>E<�yR< ,x'..$."'F�.4,".-�$`,?•:.3y.'.."5."<?.,.',3F"A'',��Ly;'�t�n e^�S,S3:5.S,. ,�:;Yr`,'%'C�v°. �.3 \".ice✓/'�Y's''Pq��Y V� /�1,1�,,.i9°� &.'P�3 ,dj ...c�ps/0�q��/�I•qV�� �T �L�,�qL ��V (7�'\sr.,;1:3°�a`�F,.:'.�,`t.i �♦A��i�^�'j .o`" /Y0.�M-7' .d'- ,""` PROP� .w�• D•w'.'OFFER.. FC�+=.,D1-11C� �N,ed~4' +`R �A' �� Yy � �-.4/1r 1M."+`�°'��r�,C�gy4p .lam<`rL'^N"�}b�:,<',Yrs-a.4.3;^ri�rYi�r�;.q''3'.°s`,q�Ja�'iy�"'HY.<r`.1`:Y'G5,'°^�L;�..C;r5agd��9+>).%ry„xrte'>i,wv'�V�7.k5(F''e)"�xe>:>.'.Yau�'Fl",4etr��L�,5YY'r..��..}�C�Gs?y�,.-Y..✓'vk.�...ik`ro;�.:tt;.��sc39fL5L',:.'.'.:J�9Viyt3Lc:..i.N���f.`ryl1.F.5„��kv,��"%``�'.a,1w�3ry?s.... ° Y .' O detail, Sheet h t® PW �35 SF Construct EI Camino o Real road widening er typical section ciet this sheet.R i� �,�rj`��F�..� �9- ��:5 r.i �,Q•./•" „�,...^+ ,,.•.�' CatA,xaq �,,\p ,...°'� ,..",,,,,• f4�� �CsC9r F,. r ,�^. § �°\'\\\��`V• aCts.,�iP."�\\`'���"wC,„ '"" �'•Y��i_;�3�" -���'.�,�h.,;,`�4"'?".'k�,,.l,,�q"is.F�^r'?.•°D�r.^""5:fi?��rs,msry.sr,`.-r,-a^k"W.".Fr�ybu�'s, ..? . �n<�� cti� .�`°'�~��.e��'p�C"iCrs`3+s>��•°'. a".~\„"` 4�.\\�\\\\'U"'�\ ' `t m""°��, ,® �A•�t!�'-�•'�""�'�a\�r�1`D"✓� ,.s".��wupm �•.'"" '>+<�'s3 Y�...,':.'�.i,'."r;'.,`3'°�:+:,`v .5a"'^�7;w�=g<2'.'.S1R,.,:,,�`+[/sL4.`•.3,�?.w.y'.,;'.`:.1.4"r, "<l v °? � # d 9 t I . t♦ .?_`• Extend 181 OS D pipe, m t h exist . Size & type of pipe.e. L= 1 8�,. ~° Z M � / � � S- 2.6%. Invert in 929.47 m t h invert out 929.0. PFOP_ � ��EDemo existingdriveway and construct new AC driveway. .0r 1 1 � , I� r�DWAL� 11010M � 1� e~ di Existing water meter to relocated. 5 0. OIMt .IiEWALK Existingtelephone MH. g26•/ Q�\y�C� �'�;-. ,a .?::: tti:K'' �� ��<..,,,�.,�o•�...�:. '...""",�. """...� .�..+.,,� •� '9 'rte` ` •p - ..•+' �„~ ^,a.. .«.,,...,,.,., ♦ ''Y> jYy 1:3 :?f�Lz q e • .t. m V, .• Existing telephone pedestal, relocate as necessary. /1411Q t8 9 V' p n�� F; "�� h "" Q D ~� �.� 9 • ~v. , WK 4C 7 Over-excavate 10'x 10' area to a min. 3' depth and backfill ®'^ j,• a .,:mac°''r � O• � �` F., Op p g' � • � " � ° ° �y� � brC b - •.P.� Q �d= with31 crushed oack, add 12I depth of 25-50 lb. rip-rap a @ SD V f ,,X�^, ,. � � r",.. :: "i.: ... ." .'.; » " �1. "S,k?.. ?v.bpm .,,,• ..R 4 a a° W r V l o >r'ra. „ -. :. "6 -• 'd.,:,,,Cry.'¢... , .r.»?cfi,.a r,z k t�,.�. a�;>5 .^a :.L e a w">' Q ."s to . '� ®• ��,,=P°`�°y e �`��I�S ALO „a. �k`s.,117`�3®�F$S�f� I ��p.�V m ,� �'tJ i } �[J.�. � t .„,ri:z�",� w^K;.5 v.� �. ., a:<., F "� .,: .<'� ?1".,., L\'�:..£k0�r3'.°« �x:^<3°3...�,vr.�.,Fa.�.°..I.5.e,.w.as`�,�,,M;a.Sws+d M.iz„„''�"aa'�\�`z;r.,6tr�'.,°.�,a,^s34h,as",,;,3�,:rpr"©a,:tn..r B';Y,~=�<°;; �,..�,'�:�a„»'�>,���Y iy�•b;�.'a:4"�,� „/#tz R�:s`\�Sri,,t.an�:��,..`R s y,r...t�,e,»..t*Y;�. ..� «.,..,.......... .,,..�...,.,. w a c rnrn `-�2--0-- pipe outlet.7 Extend 36"w ide sidewalk underdrain with steel cover to new p® C®NSATERIIN CONC. CURB143+00 curb face 1.5± 3+50 4+0u . 0J 5+50 6+00 6++ 50 15 Construct San Diego Way widening per typical section this �s y� sheet. '� � "�'�. �� �� "� ' ,,•` ,�. �Y� c�ti`��a � � °��'Cc 15 d ��� �cij��r'J •d' q��'e� �, ,� !''�° '� � ..`R' � ''"�` 1 CJ - .® -- EXIST BERM Construct PCC driveway approach de co ncrete sidewalk extension per City Std detail Sheet C1.2. °� Q a ,I: -� . . , .�w q. ,• 1 g Existing fence, remove for construction as necessary and . "now .... tttt� ®" °"�" .a.: _"' rrwrt „- .�.. replace per direction of City Public Works. --,� EXISTING !RRIVEWAY TO r __ - 1 g Existing ADA accessible ramp. ' a o `�"'�■r�r- �' MOBILE HOME CIOM�Q NI.1•Y 20 Existing concrete curb, gutter and sidewalk. 00 S A N D IE G 0 WAY O Ste •• �w, - 20 10 0 20 40 ��� ' - SCALE: >" 20 ' SAN DIE(,O WAY PLAN' d• 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4 -50 5+00 STA 2+00 STA 2+50 STA 3+00 g40 -30 -20 -10 0 -30 -20 -10 0 -30 -20 -10 0 9 40 I - 938 4---- 1 9 3 4 -� - --+-- _.--1 9 32 +- - ---+- 6 - 1� 5a- 2a5a 11a 2a 5' 5 lit 2a 5a � � 0 C4 m _ _ , M rn 936 - - _, .-�_ �_�_-.,00 ,_ _,-._ ____ _ 92 _ _- .. 930 ° - WZ W � �, W _.,__ _,_,,.,. __._,_ _ _, _,_.,_. _M,__._ _, _,. _._ ._._ _, _ _, ,_ _,,.. .. _._,_.._ _._,__. _.__'__._, __,_„_ ____,_ M,_,__,. _., _.__ _,_._ _ _ _ __.._.w._- -_�_. __ _._ .__. _. _ , _ _- 935 935 ,_,-_,_...._ .__„_,..�- ...__.___ �..�.",�_, _,_�..�_ .,"-.�,.,,_._ _____._,. -�...�,___-._ ._...,. ¢ , . ., � . .�_w_._. ..__.�..,_, .,,�._,_,�.. _.-.�_._ _-.,w,.K.. _�.�..,.. ,.....-.,.�. _____ _.... ... _-..w,.,_- ,,___.,.� �,_-..W.. ___,.__. _ . . � ti•� � z•,i "" � rn � aQ. � ,� .. �_ _p __ _ .�__rya_.,_ _.,_ .� .., _,._. °� im 0 Nc� i 93 , 930 -°�-w_. _ _ , _ ___, __ 928 ��- "� " 0 z 2% CO f 2% .1% ----- 4• 3.2% _ _ ------ r? °' �, N i I 00 9�2 ,�„__. „ ,___.�_.�__.....,. _:.. ,._,.,_ _-� \ , ___ ,_ --- 928 926 o� �XIST GRADE �' � V'?� s�-a t� € a.� 290 $AN DIEGO WAY ---.� 6• M .,,__ __,,._ . _,__-,..,. __,_„__,_... --_.__... -,. _,M_. __ _. .,_ -,m__. _„_... _,_, _._. _ € __,_, ___.._ ._. _,_ ___,.,,_„_. ___.'__ 930 93® -, _ m_ _.. ___, ---. __,_,_._-; ._...._.,_. _.,. .._- ;_,_.._,. I. �.., _" � _ EXIST __._____. .,". ,��. � �, EXIST EXIST 930 - wGR�3tD_ . _ __ 926 SM_ '_-_ 924 � • �, ! � r,� I ' � `FINISH-�-__._� ..._�.,.._._.... --GROt�i�D_....�, ..r^,____,_ ____.�...�.. Ft6tii� GRADE C14 GRADE FINISH ;�` R/W R/W R/W GRADE l 928 __.. 924 --_- _ _ - _ _-_,_ 922 . _ __ _ _, _" _____ _, __ _ ._ r... - _ _.__,_ _,__n.. i ._ _ ��_ ,_"._..,__. _....___ _,_._.,__ ___„_ _,.__,_ _� _.._ ___ _.__ �_�_� ___,m.. __._ ,__ __� _._�.. _..._ �.,._.-. _.,.____ 925 -.3+50 STA 4+00 `�'� STA 925 _._.- _ ,_ M-,._. _ _".,- _ ---_.M_., - _..--- _�.,___. ____,_ � _.___. _ _� �, __�___ I �1 �_ � � �F ��� _.. �� � IN FINISH GRAD =: 8 �' �' �-� ''• $� LO -30 -20 --10 0 -30 -20 -10 0 TOP OF C RB `-"� N r �' ;•�Lo e�1� j HDRZ SCALE.- >" •= 10,.. 1 ���`---'�- L? I at rl 06 C I 928 + - _-1 - ---+ _ 1 - YE.d4T SCALE: 1" - 4. 926 +-- -- --� 1 -- I ---a. 04 o ¢o� ca 26.4 �'"�' c�! �� � wi h�-i � '2' --°.•5' S.8' 10.2' � 2' 5' 7.4' 8.6' I - ..,..L-----�`- -� I �' '� 926 ` _ ,�W 924 !� �-� ___ _ __ _. ___, ____ -_._. __._ �- ,.._ _ _-,__._._. _._,_,__.,_ __._ _ -_.-. __ ,__-__" -.... ----.w �-,_ �.w.- __ _�,.,.__. _-_. M � ___. _,_,,_._,.,. _.�._ __.__..__ -�� _.w.,_ _ �� - ._. _ _. _,__, -"_,_ _,_,,__„_ - _ � m... __.�_. ____ __- 920 "- V _ _T � Z �. - _ �] d 920 _ _. _ _ .. I 1 60 r ,c, U_ vi tv- �� ^z C CSI 00 F- L�. 924 da N 922 - r. CL rn P:G HORZ. S ALE: 1" -- 20 a ' U ,. VERT. SCALE.- 1" = S 1 F I € ' 922 2% __- 920 �. 2% 915 %; ._--•- 915 ..�. �. .^r l ,-r. .-. ,� I �° .,• - . % ., r-. r; (6 cv o of r• ra �' uNi '"� r1s c i o of 6 o f ;�; ;: ,^, EXIST EXIST i. j `✓ P7 M M M M ® N Cr I N N LU N N N N N !:, -- `_" ,- _ rn rn e» Cn c� a rn :�, �, cn �, c� g�, :t cr, c, Ii ( 920 - Rei FINISH 918 -� RAN v ✓ o..i CTi ✓ a s CA v �✓I w✓ i . i 1 i i 1 GRADE FINISH GRADE `:'j 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 918 R!._ _ _w�__, . _ _ 916 R/W o SAN DI EGO WAY CU'R B PROF11.E ed ti Z S/'-'\N DIEGO WSECTIONS 05 l I; 4= ' 32' MIN VARIESLLJ ` P: L4_ � « 59 16' MIN 16 K SIDEWALW VARIES �--- � w �� < 2% MAX �•� i' � ,�. :�a Roberts Engineering, Inc. (VARIES) 2.7% �"'_ ' o \'r/�`,% s� 4 Southside Villas - Tract 2624 5' PCC SIDEWALK PER '�'- � SEE SHEET C 5.2 FC?R STRIPING AND SIGNAGE PLAN. CITY DWG NO. 419 ____ �� � �� San Diego Way Improvement Plan EXIST AC PAVEMENT //�//�/ -- - - `� T Z baMIN CLASS II 0 4aMIN TYPE B"U AC PAVEMENT COMPACTED BASE ROCK 1'�� Design/Drawn Scale Interim Public Works Director, City of Atascadero .• _ - � r._.-.... Record Drfa�wingts 18 CLASS II COMPACTED ROCK BASE TYPE A CURB & GUTTER S N I QQt ESS1Q � ` R(o)b(eirts:; ]Eint. �� (�( ',�~ TR/J7"M As Noted s (STRUCTURAL SECTION BASED ON TI -9.0 & PER CITY DWG NO. 418 P. ` ` David M Athey, RCE 59384 Date c 6 R-10 OF SUBGRADE. 12" MIN SUBGRADE DI E G 0% ,;� 4- � ��� fi1TY2f3t1� �. O�ertS rmothy P. Roberts, RCE 35366 exp 09/30/15 Date Job # Submittal Date ' COMPACTED TO 95% RELATIVE DENSITY) u•s '��", '� �► +``'� +nu- ��' ! Civil Engineer -- RCE 35366 Revisions This Sheet: ' 3 366 i 1 12-•043 No 4, 20/4 �' 11/4/2014 W A Y 9+50ct3;e �' 1 LO Ex . g 30 15 2015 Vista de la Vina, z Ti othy P. Roberts, RCE 35366 exp 09/30/15 Date t SAN DIEGO AY TYPICAL SECTION p Templeton, CA 93465 3 California Coordinates (CCS83, Zone V) Sheet: Sl DE 'A , DETA . ►y�sJCiAr: Bre _ f0' �11�� (��1L \�� [hone t�®5� 239 ®664 .4 NOT TO SCALE vvim C-F CA��F�� Fax (805) 238-6148 5 C-5. 1 Email robertseng@charter.net N 23E 1950 575290 6 -------------------- --------- ........................ a. . 4ea R2 ` � ' � DTL 39 3 Design/Drawn Scale Interim Public Works Director, City of Atascadero °